PZ - 3 Plat SetS.9 IS.10
ALUMINUM
CAP S.16 S.15
CP&F 110039755
Q
0w
H nIN
Q CD
U �I�
U
0 N
Q O
J Z
M
In I
I
W. FRANKLIN RD.
BASIS OF BEARINGS
N 89'15'34" W
2640.56'
2051.43' �-
� N
N _
Cq REAL POINT
oOF � BEGINNING
N49'48'19"E V'-
71.20 ;-, BLOCK 15
14
J%
N43'03'55"W °
81.88
\
\ 15
I \
I
1/4
ZtJ� 18
S.16 S.15 �i3' \
17
0�
BRASS CAP 3\
CP&F 112067281
0�O 18
S`
Line Table
Line #
Direction
Length
L1
S81'03'28"E
3.71
L2
N37'14'13"W
3.71
L3
N74'02'07"W
20.38
L4
S60'57'53"W
27.57
L5
N00'44'26"E
22.85
L6
N60'57'53"E
27.57
L7
N1 5-57'53"E
20.38
L8
N74'02'07"W
18.38
L9
S1 9'49'44"E
39.84
L10
N15'57'53"E
18.38
L11
S74'02'07"E
18.38
L12
N1 5'57'53"E
18.38
L13
N15'57'53"E
14.14
L14
S74'02'07"E
1 18.38
589.13'
S•10 1/4
S-150BRASS CAP
CP&F 112067280
S89'15'34"E 883.89
I- I-----r--T-t --
\ 19 W. BALANCE ROCK ST.
oho
I LOCKT 15 1
olololololo
W. PEAK CLOUD ST.
S15'27'07"W
46.00
\
SHEET 2----- o 2,
SHEET 3
r0 I co
0� N
60.51 32 23 � BLOCK 7 13
to
• " 24 10 12 13 14 15 16 I
N29 02 07 W� r � I Q
101.42 \ \ 30 11 I N
"9
N15'57'53"E W. SNOW CANYON DR.
12.38 2s
N60'57'53"E ® � o �o "
� s 28 N 8917 26 W
9.24
" ° ° \J,G2 O O 6.77
N29*0246 0 J'F 27 26 R; B CK 13 S00'27'13"W
\ O _ _ _ 99.98
S60'57'53"W \ \ 0 P�'��� ® N89'15'34"W o
9.24 Zco 'Lj, p�1 G.
175.19
N74'02'07"W oa`\ 1AO•�1 B5
12.38 p� \ -�,� 6VOG
(D UNPLATTED
$�
r' \`6N29'02'07"W 0 c-16 10 12 30.00
\ 'r S60'57'53"W
\ •y 5 �� 100.00
° 560160
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
O O
77.00
24.90
24.80
S65'16'58"E
18'31'51"
C2
77.00
S56'01
19.72
N81*54'14"W
14'42'41"
C3
77.00
44.67
44.05
Co 2.27
12
C4
100.00
25.68
25.61
N81*54'14"W
14'42'41"
I cV
N SHEET 2
123.00
31.58
BLOCK
6
14'42'41"
C6
27.00
3 SHEET 3
13
N30'51'09"E
119'46'33"
C7
50.00
104.52
86.50
I PO
15
"9
16
17
18
19
20
21
22 j�
�(n 14
35.30
34.58
N19*16'58"W
40'02'49"
C10
50.50
N
O
�
N40'36'02"E
79'43'13"
C11
50.50
23.52
23.31
� N
\
SHEET 2----- o 2,
SHEET 3
r0 I co
0� N
60.51 32 23 � BLOCK 7 13
to
• " 24 10 12 13 14 15 16 I
N29 02 07 W� r � I Q
101.42 \ \ 30 11 I N
"9
N15'57'53"E W. SNOW CANYON DR.
12.38 2s
N60'57'53"E ® � o �o "
� s 28 N 8917 26 W
9.24
" ° ° \J,G2 O O 6.77
N29*0246 0 J'F 27 26 R; B CK 13 S00'27'13"W
\ O _ _ _ 99.98
S60'57'53"W \ \ 0 P�'��� ® N89'15'34"W o
9.24 Zco 'Lj, p�1 G.
175.19
N74'02'07"W oa`\ 1AO•�1 B5
12.38 p� \ -�,� 6VOG
(D UNPLATTED
$�
r' \`6N29'02'07"W 0 c-16 10 12 30.00
\ 'r S60'57'53"W
\ •y 5 �� 100.00
° 560160
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
77.00
24.90
24.80
S65'16'58"E
18'31'51"
C2
77.00
19.77
19.72
N81*54'14"W
14'42'41"
C3
77.00
44.67
44.05
S72'38'1 8"E
33'14'32"
C4
100.00
25.68
25.61
N81*54'14"W
14'42'41"
C5
123.00
31.58
31.50
S81'54'14"E
14'42'41"
C6
27.00
56.44
46.71
N30'51'09"E
119'46'33"
C7
50.00
104.52
86.50
S30'51'09"W
119'46'33"
C8
50.50
5.41
5.40
N42'22'21"W
6'07'57"
C9
50.50
35.30
34.58
N19*16'58"W
40'02'49"
C10
50.50
70.26
64.73
N40'36'02"E
79'43'13"
C11
50.50
23.52
23.31
S86'11'52"E
26'41'00"
C12
50.50
134.49
98.12
S30'51'09"W
152'34'58"
C13
123.00
53.32
52.91
S73'23'03"W
24'50'21"
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C14
123.00
10.60
10.59
S88'16'20"W
4'56'12"
C15
123.00
63.92
63.20
S75'51'09"W
29'46'33"
C16
100.00
51.97
51.39
S75'51'09"W
29'46'33"
C17
77.00
40.02
39.57
N75'51'09"E
29'46'33"
C18
246.00
39.53
39.49
S65'34'04"W
9'12'23"
C19
246.00
36.81
36.78
S74'27'30"W
8'34'28"
C20
246.00
51.50
51.41
S84'44'35"W
11'59'42"
C21
246.00
127.84
126.41
S75'51'09"W
29'46'33"
C22
223.00
115.89
114.59
575'51'09"W
29'46'33"
C23
200.00
26.66
26.64
N64'47'03"E
7'38'20"
C24
200.00
77.27
76.79
N79'40'19"E
22'08'14"
C25
200.00
103.94
102.77
S75'51'09"W
29'46'33"
02"E
PLAT SHOWING
BARAYA SUBDIVISION NO. 3
LOCATED IN THE N 1/2
OF SECTION 15, T.3N., RAW., B.M.
MERIDIAN, ADA COUNTY, IDAHO
2018
NOTES:
1. A ten (10) foot wide Permanent Public Utilities, Property Drainage, and Pressure Irrigation Easement is hereby designated along all
lot lines common to a Public Right -of -Way and along all rear lot lines. A three (3) foot Public Utilities and Property Drainage
Easement is hereby designated along each side of interior lot lines in all of Block 6, 7, 13 & 14 and Lots 1-25 of Block 15. A
five (5) foot Public Utiliities and Property Drainage Easement is hereby designated along each side of interior lot lines in Lots
27-32, Block 15.
2. Lot 1, Block 14 and Lots 14 & 26, Block 15 are common lots to be owned and maintained by the Barayo Subdivision
Homeowners Association. All common lots contain a blanket Nampa & Meridian Irrigation District Pressure Irrigation Easement.
3. Portions of Lot 1, Block 14 and Lots 14, 26 & 27, Block 15 are servient to and contain the ACHD Storm Water Drainage
System. These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement recorded on May 8, 2009 as
Instrument No. 109053259 and First Amended Master Storm Water Drainage Easement recorded on November 10, 2015, as
Instrument No. 2015-103256, Official Records of Ada County, and incorporated herein by this reference as if set forth in full (the
"Master Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to Section
40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System.
4. Any Re -Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the City of
Meridian.
5. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural operation, agricultural
facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the
surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or
expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a
nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof."
6. Maintenance of any Pressure Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner unless such
responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by Nampa & Meridian Irrigation
District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights,
and will be Obligated for Assessments from Nampa & Meridian Irrigation District.
7. Direct lot access to W. Franklin Road is prohibited.
8. The bottom elevation of all structural footings shall be set a minimum of 12 -inches above the highest established normal Ground
Water Elevation.
9. This plat is subject to a development agreement Instr. No. 107123289, Records of Ada County.
10. Nampa -Meridian Gravity Irrigation/Pump Station Easement Instr. No. __ , Records of Ada County.
11. Nampa -Meridian Irrigation District Pump Station Operation and Maintenance Agreement Instr. No. 2016-050354, Records of Ada
County.
12. ACHD Permanent Easement Instr. No. _
13. ACHD License Agreement Instr. No.
100 0 50 100
SCALE IN FEET
1 " = 100'
200
LEGEND
SUBDIVISION BOUNDARY
SECTION LINE
- - EASEMENT LINE (SEE NOTE 1)
--- EXISTING EASEMENT LINE (AS NOTED)
STREET CENTERLINE
LOT LINE
ACHD storm drain easement
See Note 3
LOT NUMBER
SHEET 1 OF 5
SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
FOUND BRASS CAP
MONUMENT
FOUND 5/8" IRON PIN
AS NOTED
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
CALCULATED POINT
%/NPG
Coy,
7 729
CP
�'PF 921 O
GREGORY G CARTER, PLS 7729
IDAHO SURVEY GROUP
1450 E. WATERTOWER STREET, STE. 130
MERIDIAN, ID 83642
BARAYA SUBDIVISION NO.
3
__ __ __ __.00S89'15'34"E 883.89
248.89' 48.00' 51.00' 50' 56.00' 50.00' 40.00' 50.00' 50.00' 50.00' 50.00 48.00' 46.00' 46.00' O
BLOpC 15
BLOCK 15 I I I I I I I I I I I I I I I I I O
4 �N514 2 II O� 1pN I:� 10
OtlIj� OI� o3OON C'N 0I N�IS'4
pOII^ pOII
iI p OOI Ntn� n`t � d O iI p OlI I III aO;
O ON O I
Ln
�� cn oOOo� �:t :t
-1 1_II
I iVo 0 � � IIp 1p IN I0 N N I�
sS`�
I I I I I I I I I I I I I I 11' 1 N
-
L-1 L-------� L ----J L- - - ----- 1476 i
� L---� L- - - -� L- - - -
-----� L--- L--- L----�
C11 L121.06' 51.00' 50.00' 56.00' 50.00' 40.00' 50.00' 50.00' 50.00' 50.00' 48.00' 46.00' C5 J
S89'15'34"E 576.82 0
�% N BOO- _ _ -- - - - - - - W. PEAK CLOUD ST. N S15'27'07"W
o� - - - - - - - - - -
S89'15'34"E 551.50 ® C4 46.00
119.91' / / N S89'15'34"E 551.50 `14
`
i I ---i I-----I-----�--- I----� i---- -i I ----�1C2 N89'15'34"W- - 74.42' 96.62' 48.00'
3C % O1
S56'
01 02„
E
. . .00 50.00 48.00 C58.00 2,27
�
% s 1 46'
LLi i i I
\ \
\o\\oNo �N OI I pI I Il � OO % °1� p p ;I =pL2 �o �o 0 �0 �o oo 00 C), � o p0 00
\ p _ oj ZZI o?I�
O
�(0Z??�
14, �z\1
I61 I 1 1 1 1 I II
J I-
\s��---J I- ----1 L-- ---I I- ---
J I-
- L ----J ----�--------1 L -----i 04 o J, �\ S89'1 '34"E 464.40 I n
N_ _
Oo 0 \ oo ��o r'o. �s\ Oo ��1� \ so 39.40' 48.00' 58.00' 58.00' 49.00' 50.00' 48.00' 58.00' 56.00'
6, 9 0 0\ 10 '.g \•o ------- 3
o. g o ---- ----� --- -----� �---- F-----� F------ MATCH SHEET 3
BLOCK 6 ►�
so
A°
N
\
ON 'Ile
19 > cS \
Ls
Line Table
Line #
Direction
Length
L1
S81 *03'28"E
3.71
L2
N37'14'13"W
3.71
L3
N74'02'07"W
20.38
L4
S60'57'53"W
27.57
L5
N00'44'26"E
22.85
L6
N60'57'53"E
27.57
L7
N15'57'53"E
20.38
L8
N74'02'07"W
18.38
L9
S1 9'49'44"E
39.84
L10
N15'57'53"E
18.38
L11
S74'02'07"E
18.38
L12
N15'57'53"E
18.38
L13
N15'57'53"E
14.14
L14
S74'02'07"E
18.38
/
------------------
MATCH
---------------- MATCH SHEET 3
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
77.00
24.90
24.80
S65'16'58"E
18'31'51"
C2
77.00
19.77
19.72
N81'54'14"W
14'42'41"
C3
77.00
44.67
44.05
S72'38'18"E
33'14'32"
C4
100.00
25.68
25.61
N81'54'14"W
14'42'41"
C5
123.00
31.58
31.50
S81'54'14"E
14'42'41"
C6
27.00
56.44
46.71
N30'51'09"E
119'46'33"
C7
50.00
104.52
86.50
S30'51'09"W
119'46'33"
C8
50.50
5.41
5.40
N42'22'21 "W
6'07'57"
C9
50.50
35.30
34.58
N19'16'58"W
40'02'49"
C10
50.50
70.26
64.73
N40'36'02"E
79'43'13"
C11
50.50
23.52
23.31
S86'11'52"E
26'41'00"
C12
50.50
134.49
98.12
S30'51'09"W
152'34'58"
C13
123.00
53.32
52.91
S73'23'03"W
24'50'21"
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C14
123.00
10.60
10.59
S88'16'20"W
4'56'12"
C15
123.00
63.92
63.20
S75'51'09"W
29'46'33"
C16
100.00
51.97
51.39
S75'51'09"W
29'46'33"
C17
77.00
40.02
39.57
N75'51'09"E
29'46'33"
C18
246.00
39.53
39.49
S65'34'04"W
9'12'23"
C19
246.00
36.81
36.78
S74'27'30"W
8'34'28"
C20
246.00
51.50
51.41
S84'44'35"W
11'59'42"
C21
246.00
127.84
126.41
S75'51'09"W
29'46'33"
C22
223.00
115.89
114.59
S75'51'09"W
29'46'33"
C23
200.00
26.66
26.64
N64'47'03"E
7'38'20"
C24
200.00
77.27
76.79
N79'40'19"E
22'08'14"
C25
200.00
103.94
102.77
S75'51'09"W
29'46'33"
50 0 25 50 100
SCALE IN FEET
1 " = 50'
LEGEND
SUBDIVISION BOUNDARY
- - - SECTION LINE
EASEMENT LINE (SEE NOTE 1)
--------------- EXISTING EASEMENT LINE (AS NOTED)
STREET CENTERLINE
LOT LINE
ACHD storm drain easement
See Note 3
OLOT NUMBER
° SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
FOUND BRASS CAP
MONUMENT
FOUND 5/8" IRON PIN
AS NOTED
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
CALCULATED POINT
SEE SHEET 1 OF 5 FOR NOTES
SHEET 2 OF 5
ENSFO
7729
-z-
G)
z-
G'�TF O F \0'
CpRY G C P� ;
GREGORY G CARTER, PLS 7729
IDAHO SURVEY GROUP
1450 E. WATERTOWER STREET, STE. 130
MERIDIAN, ID 83642
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C1
77.00
24.90
24.80
S65'11 6'58"E
18'31'51"
C2
77.00
19.77
19.72
N81'54'14"W
14'42'41"
C3
77.00
44.67
44.05
S72-38'11 8"E
33'14'32"
C4
100.00
25.68
25.61
N81'54'1 4"W
14'42'41"
C5
123.00
31.58
31.50
S81'54'1 4"E
14'42'41"
C6
27.00
56.44
46.71
N30'51'09"E
119'46'33"
C7
50.00
104.52
86.50
S30'51'09"W
119'46'33"
C8
1 50.50
5.41
5.40
N42'22'21"W
6'07'57"
C9
50.50
35.30
34.58
N19'16'58"W
40'02'49"
C10
50.50
70.26
64.73
N40'36'02"E
79'43'13"
C11
50.50
23.52
23.31
1 S86'11'52"E
26'41'00"
C12
50.50
134.49
98.12
S30'51'09"W
152'34'58"
C13
1 123.00
1 53.32
52.91
S73'23'03"W
24'50'21 "
Line Table
Line #
Direction
Length
L1
S81'03'28"E
3.71
L2
N37'14'13"W
3.71
L3
N74'02'07"W
20.38
L4
j S60'57'53"W
27.57
L5
N00'44'26"E
22.85
L6
N60'57'53"E
27.57
L7
N15'57'53"E
20.38
L8
N74'02'07"W
18.38
L9
S19'49'44"E
39.84
L10
N15'57'53"E
18.38
L11
S74'02'07"E
18.38
L12
N15'57'53"E
18.38
L13
N15'57'53"E
14.14
L14
S74'02'07"E
18.38
Curve Table
Curve #
Radius
Length
Chord
Bearing
Delta
C14
123.00
10.60
10.59
S88'16'20"W
4'56'12"
C15
123.00
63.92
63.20
S75'51'09"W
29'46'33"
C16
100.00
51.97
51.39
S75'51'09"W
29'46'33"
C17
77.00
40.02
39.57
N75'51'09"E
29'46'33"
C18
246.00
39.53
39.49
1 S65'34'04"W
9'12'23"
C19
246.00
36.81
36.78
S74'27'30"W
8'34'28"
C20
246.00
51.50
51.41
S84'44'35"W
11'59'42"
C21
246.00
127.84
126.41
S75'51'09"W
29'46'33"
C22
223.00
115.89
114.59
S75'51'09"W
29'46'33"
C23
200.00
26.66
26.64
N64'47'03"E
7'38'20"
C24
200.00
77.27
76.79
N79'40'19"E
22'08'14"
C25
200.00
1 103.94
102.77
1 S75'51'09"W
29'46'33"
MATCH SHEET 2
s\
Z`
o�
N 15 57 53 E \
12.38
N60'57'53"E
9.24 _ • ,,,
W. SUNSET ARCH ST
N29'02'07"W--'
46.00
S60'57'53"W-
9.24
N74'02'07"W
12.38
v / N
LEGEND
o 00
- - - - - SUBDIVISION BOUNDARY �\ \ X14
- - - SECTION LINE
O�s`� �1 ro0•�
--- EXISTING EASEMENT LINE (AS NOTED)ate\ �1 / / --'\s�o. � k 12 N29*02'07"W'
STREET CENTERLINE O' �` ��'S�, / \ Sp off. �� ,�00• 30.00
LOT LINE .06' \ ® N60 °°°° \ ,�$o
ACHD storm drain easement o / 40'5
See Note 3 o.
LOT NUMBER
SET 1/2" x 24" IRON PIN o'.
WITH PLASTIC CAP, PLS 7729 \ oo. �� •�rp�'
FOUND BRASS CAP F ��
MONUMENT
FOUND 5/8" IRON PIN O 4611
AS NOTED
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 7729
CALCULATED POINT
PLAT SHOWING
BA RAYA SUBDIVISION N0.
S89'15'34"E .410.03
C O n •i G' z A" r A-41
/---
� 5
C24 3.11' 47
11 10
I'
oln
o \ o� .�. O
.o / • 30.19'
o- \
5
I�
I co
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WITH PLASTIC CAP, PLS 7729
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BA RAYA SUBDIVISION N0.
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SEE SHEET 1 OF 5 FOR NOTES
SHEET 3 OF 5
N89'17'26"W
36.77
GREGORY G CARTER, PLS 7729
IDAHO SURVEY GROUP
1450 E. WATERTOWER STREET, STE. 130
MERIDIAN, ID 83642
0
BARAYA SUBDIVISION NO. 3
CERTIFICATE OF OWNERS
Know all men by these presents: That Challenger Development, Inc., an Idaho Corporation, is the owner of the property
described as follows:
A parcel of land located in the in the NE 1/4 of the NW 1/4 and the NW 1/4 of the NW 1/4 of Section 15, T.3N., R.1W., B.M., Ada
County, Idaho more particularly described as follows:
Commencing at the N1/4 corner of said Section 15 from which the NW corner of said Section 15 bears
North 89'15'34" West, 2640.56 feet;
thence along the North boundary line of said Section 15 North 89°15'34" West, 589.13 feet;
thence leaving said North boundary line South 00°44'26" West, 92.12 feet to the REAL POINT OF BEGINNING;
thence South 89015'34" East, 883.89 feet;
thence South 00°44'26" West, 109.03 feet;
thence South 15027'07" West, 46.00 feet;
thence 24.90 feet along the arc of a non -tangent curve to the right, said curve having a radius of 77.00 feet, a
central angle of 18°31'51" and a long chord which bears South 65016'58" East, 24.80 feet;
thence South 56°01'02" East, 2.27 feet;
thence South 00027'13" West, 232.16 feet;
thence South 00044'26" West, 246.00 feet;
thence North 89°17'26" West, 36.77 feet;
thence South 00°27'13" West, 99.98 feet;
thence North 89015'34" West, 175.19 feet;
thence South 60°57'53" West, 126.85 feet;
thence North 29°02'07" West, 30.00 feet;
thence South 6005753" West, 100.00 feet;
thence South 63049'38"
West, 100.12 feet;
thence South 60°57'53"
West, 162.00 feet;
thence North 29°02'07"
West, 296.06 feet;
thence North 74002'07"
West, 12.38 feet;
thence South 60°57'53"
West, 9.24 feet;
thence North 29°02'07"
West, 46.00 feet;
thence North 60057'53" East, 9.24 feet;
thence North 15057'53" East, 12.38 feet;
thence North 29°02'07" West, 101.42 feet to a point on the exterior boundary line of Baraya Subdivision No.1 as
filed in Book 111 of Plats at Pages 15,916 through 15,919, records of Ada County, Idaho;
thence along the exterior boundary line of said Baraya Subdivision No.1 the following 3 courses and distances:
thence North 60057'53" East, 212.00 feet;
thence North 29°02'07" West, 396.59 feet;
thence North 43003'55" West, 81.88 feet;
thence leaving the exterior boundary line of said Baraya Subdivision No.1 North 49048'19" East, 71.20 feet to the
REAL POINT OF BEGINNING. Containing 15.19 acres, more or less.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the
public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public.
However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as
designated within this plat, and no permanent structures are to be erected within the lines of said easements. All lots in
this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject
subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision.
Challenger Development Inc., an Idaho Corporation
Corey D. Barton, President
CERTIFICATE OF SURVEYOR
I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and
that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground
under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State
of Idaho Code relating to plats and surveys.
Gregory G. Carter
ACKNOWLEDGMENT
State of Idaho )
) s.s.
County of Ada )
P� NFO
o�
7729
N� s
O F
G. G P�
P.L.S. No. 7729
On this day of , 20 , before me, the undersigned, a Notary Public in and for said
State, personally appeared Corey D Barton, known or identified to me to be the President of Challenger
Development Inc., an Idaho Corporation, the corporation that executed the instrument or the person who executed
the instrument on behalf of said corporation and acknowledged to me that said corporation executed the same.
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first
above written.
My commission expires
Notary Public for Idaho
Residing in , Idaho
SHEET 4 OF 5
BARA YA SUBDIVISION NO
HEALTH CERTIFICATE
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by
a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE
approval of the design plans and specifications and the conditions imposed on the developer for continued
satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water
extensions or sewer extensions were constructed. Building construction can be allowed with appropriate
building permits if drinking water extensions or sewer extensions have since been constructed or if the
developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then
sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a
Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or
sewer/septic facilities shall be allowed.
Central District Health Department Date
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners
on the day of 120
President ACHD
APPROVAL OF CITY ENGINEER
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat.
City Engineer
APPROVAL OF CITY COUNCIL
Date
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular
meeting of the City Council held on the day of , 20 , this plat was duly
accepted and approved.
City Clerk, Meridian, Idaho
3
CERTIFICATE OF COUNTY SURVEYOR
I, the undersigned, Professional Land Surveyor for Ada County, Idaho, hereby certify that I have checked this
plat and that it complies with the State of Idaho Code relating to plats and surveys.
County Surveyor
CERTIFICATE OF COUNTY TREASURER
I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of
I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property
included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only.
Date
COUNTY RECORDER'S CERTIFICATE
State of Idaho )
)S.S.
County of Ada )
County Treasurer
hereby certify that this instrument was filed for record at the request of
Minutes past O'clock M. on this
in Book of plats at Pages
Instrument No.
Deputy
pNPL L ND�
EN
O -L
7729
o
�G,F,F� T F 0 F \0`
CRY G. C
day of
Ex -Officio Recorder
SHEET 5 OF 5
at
20 ,